Field Permeability Testing (Lefranc/Lugeon) — Oxford

In Oxford, a lot of the sites we get called to sit on the Oxford Clay Formation or river terrace gravels, and the permeability contrast between them can catch out even experienced contractors. You might have a stiff clay that drains slowly next to a sandier lens that lets water through in minutes. Our lab crew runs field permeability tests — both the falling-head Lefranc method in soil and the Lugeon packer test in rock — to give you numbers you can actually use for dewatering design, basement waterproofing, or cut-off wall specification. We set up the test at the depth that matters for your excavation, not just at a convenient level, and we log everything against BS 5930:2015+A1:2020 so the data holds up under consultant review. When the ground alternates between compact alluvium and weathered limestone of the Corallian beds, getting just one permeability value from a desk study is a gamble we would rather not take on your behalf.

One Lefranc test at the wrong depth can make a multi-million-pound basement waterproofing design fail. We test at the actual formation contact, not halfway up the borehole.

Methodology applied in Oxford

Oxford sits roughly 60 m above sea level, with the River Thames and Cherwell cutting through the city and creating a shallow water table that surprises out-of-town engineers. Our in-situ permeability work has to account for this: many boreholes hit groundwater within the first 3 to 5 m in the floodplain gravels, which changes the test setup considerably. We use a screen-and-sand-pack arrangement for Lefranc tests in the gravels to stop the filter from clogging, and we record the equilibrium water level before every falling-head sequence. In the underlying mudstone or limestone, we switch to the Lugeon packer method, running up to five pressure steps per test interval to catch any hydraulic jacking or wash-out effects. This ties directly into our sondaje SPT programme when the same boreholes serve double duty for strength and permeability, and we often pair the results with a resistivity survey to map wet zones across a site before the first excavator bucket goes in.
Field Permeability Testing (Lefranc/Lugeon) — Oxford
Field Permeability Testing (Lefranc/Lugeon) — Oxford
ParameterTypical value
StandardBS 5930:2015+A1:2020, BS EN ISO 22282-2
Test methodsLefranc (falling head), Lugeon (packer in rock)
Soil test depth rangeTypically 1.5 m to 30 m below ground level
Rock test pressure stepsUp to 5 stages, low to high to low
Borehole diameter for LugeonNX to HX (76 mm to 101 mm)
Reporting parameterk (m/s) or Lugeon units (Lu)
Packer typeSingle or double pneumatic packer per BS EN ISO 22282-3

Procedure video

Local geotechnical conditions in Oxford

Oxford's geology runs from soft alluvial silts near the rivers to the limestone bands of the Corallian Ridge rising west of the city, and the permeability can change by three orders of magnitude in a few vertical metres. The biggest risk we see is assuming the clay will seal a basement without testing the silt partings or the weathered top of the mudstone — water finds those layers and migrates sideways into the dig. A Lefranc test in a uniform clay might give you 10⁻⁹ m/s, but if the same borehole hits a gravel-filled scour channel, the value jumps to 10⁻⁵ m/s or higher, and your dewatering pump suddenly needs to be three sizes bigger. On the Lugeon side, testing in fractured limestone without a packer that seals properly just gives you the drill-water loss, not the rock mass permeability, which leads to under-designed grout curtains or cut-off walls. We always run at least two packer inflation pressures to confirm the seal before we log the first pressure step.

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Applicable standards: BS 5930:2015+A1:2020 — Code of practice for ground investigations, BS EN ISO 22282-2 — Geotechnical investigation: water permeability in boreholes using open systems, BS EN ISO 22282-3 — Water pressure tests in rock (Lugeon), Eurocode 7 — BS EN 1997-2:2007 — Ground investigation and testing

Our services

Our field permeability service in Oxford covers the full cycle from borehole preparation to the final report, with equipment maintained in-house and calibrated before each project.

Lefranc variable-head test in soil

We install a slotted screen with a clean sand filter at the target depth, measure the static water level, and run a falling-head sequence timed with a pressure transducer. The k-value is calculated using the Hvorslev shape factor for the screen geometry, and we report the result alongside the soil description from the same borehole.

Lugeon packer test in rock

For Oxford's limestone and mudstone, we use a pneumatic double packer to isolate a test interval — normally 3 m to 5 m — and apply up to five pressure stages. The flow rate is measured at each pressure, and the Lugeon coefficient is calculated. We deliver the full pressure-versus-flow curve so you can identify turbulent flow, wash-out, or fracture dilation behaviour.

Quick answers

What is the cost of a field permeability test in Oxford?

For an individual Lefranc test in a soil borehole or a single Lugeon test interval in rock, our fee generally falls between £460 and £890, depending on depth, access conditions, and whether the borehole is already available or needs to be advanced first. A site with multiple test intervals or combined soil-and-rock profiling will be quoted based on the number of intervals and the rig time required.

When is a Lugeon test required instead of a Lefranc test?

The Lugeon test is the standard method when the ground is rock — limestone, mudstone, or sandstone — where you need to measure the hydraulic conductivity of the rock mass, including fractures and fissures. The Lefranc method is applied in soil or very soft, weathered material where a packer cannot seal. On Oxford sites where the geology transitions from gravel into the mudstone and then into the Corallian limestone, we often run both tests in the same borehole, just at different depths.

How long does an in-situ permeability test take on site?

A single Lefranc falling-head test typically takes 30 to 60 minutes of monitoring once the water level has stabilised, plus the time to install the screen and sand filter. A Lugeon test with five pressure steps over a 3 m interval usually runs for about 1 to 1.5 hours. The critical factor is letting the water level recover to static between tests, especially in Oxford's low-permeability clays, where recovery can take several hours. We plan the test schedule around this so you are not paying a rig to stand idle. More info.

Coverage in Oxford